Highways Department Tender
... More
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Highways Department Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date27 Aug 2024
Closing Date24 Sep 2024
Tender Amount₹ 6,46,60,000
Costs
EMD
₹ 3,35,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Tn No 02 2024 25 Hdo Dt 14 08 2024 Tvm 17
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2024_HWAY_477116_1Bid Award Id
ViewTender No
TN No 02 2024 25 HDO Dt 14 08 2024 TVM 17Tender Authority
Highways Department ViewPurchaser Address
-Website
http://tntenders.gov.in
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
Documents
BOQ Items
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Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory soil compactor to achieve the desired density, complete as per clause 401 (For Grading-V Material Filter/ Separation Layer at Bottom)
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-
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Road A (519.75+17.63+12)
549.38
941175
1713.16
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Road C (Approch road)
96.19
164788
1713.16
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Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory soil compactor to achieve the desired density, complete as per clause 401For Grading-V Material (Filter/ Separation Layer at Top)
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-
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Road A
314.18
566196
1802.14
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Providing, laying, spreading and compacting graded stone aggregates for Wet Mix Macadam 250mm thick, including premixing the materials with water at OMC in mechnanical mix plant, conveyance of mixed materials by tipper to site, laying in uniform layers using pavers in Sub Base/ Base course on well prepared surface and compacting with vibratory soil compactor to acheive the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 406 of MORTH Rev-5
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-
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Road A (785.44+1.59+3.38+0.94+0.94)
792.29
1689312
2132.19
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Road C Approch road
160.31
341811
2132.19
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Providing and laying Prime Coat over WBM/ WMM surface using 7 Kg of Emulsion Bitumen (SS1) per 10 sqm for preparatory to another bituminous construction over it, including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as perClause 502 of MORTH Rev-5
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-
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Road A
3169.15
257651
81.3
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Road C
641.16
52126
81.3
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Providing and laying Tack Coat over WBM/ WMM surface (treated with primer) using 2.50 Kg of Bitumen Emulsion (RS1) per 10 sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as
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-
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Road A
3169.15
59263
18.7
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Road C Approch road
641.16
11989
18.7
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Providing and laying Tack Coat over Existing BT surface using 2 Kg of Bitumen Emulsion (RS1) per 10 sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as perClause 503 of MORTH Rev-5
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-
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Road A
7148.75
192730
26.96
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Road B
31255.14
842638
26.96
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Road C Approch road
300
8088
26.96
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Providing and laying Tack Coat over Dry Lean Cement Concrete surface using 3.00 Kg of Bitumen Emulsion (RS1) per 10 sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as perClause 503 of MORTH Rev-5
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-
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Road A
25.85
546
21.16
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Providing and Laying 50mm thick Bituminous Macadam using course aggregate and VG30 bitumen which shall consist of construction in a single course base/binder course confirming to the specfication on a previously prepared base, (using Mini Hot Mix Plant and Power Roller) including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 504 MORTH Rev-5 (For Patch Works)
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-
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Road A
17.37
137719
7928.6
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Road B
131.11
1058177
8070.91
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Providing, laying 50mm consolidated thick Bituminous Macadam using 0.20cum of 26.50- 13.20mm, 0.43cum of 13.20-2.36mm and 0.08cum of 2.36mm & below size IRC metal with 37 Kgs of VG30 Grade bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen, aggregate and mixing them in required temperature using Central hot mix plant 20-30ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 50mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory Roller to the required density etc., including labour for attending to paver to site etc., including hire and fuel charges for 20-30t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including all other incidental charges etc., complete as per specification using CMP as per clause 504 of MORTH (Rev-5BM (Grade-II) 50mm Thick Using VG30)
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-
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Road A
514.36
4357267
8471.24
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Road C
48.95
414667
8471.24
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Providing, laying 50mm consolidated thick Dense Bituminous Macadam using 0.24cum of 26.50- 13.20mm, 0.25cum of 13.20-2.36mm and 0.23cum of 2.36mm & below and with 53.20Kgs of VG40 Grade bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen, aggregate and mixing them in the required temperature in Central Hot Mix Plant 20-30 ton capacity, conveying the mix by tipper trucks to work site, spreading the mix to uniform thickness of 50mm using paver to the specified grades and cross sections and compacted by Vibratory / Pneumatic Roller to the required density etc., including labour for attending to paver at site etc., including hire and fuel charges for 20-30ton CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory rollers and all other tools and plant required, including all other incidental charges etc., complete as per specification using CMP as per clause 505 MORTH Rev-5
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-
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Road B
1490.92
15104808
10131.2
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Providing and laying Bituminous Concrete to 30/40mm thick using 0.13 cum of 19.00- 9.50mm, 0.17 cum of 9.50-2.36mm and 0.26 cum of 2.36 and below with 50.30kgs of VG40 bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 40mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory Roller to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 507 of MORTH Rev-5
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-
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Road B
937.65
10301426
10986.43
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Providing and laying Bituminous Concrete to 30/40mm thick using 0.13 cum of 19.00- 9.50mm, 0.17 cum of 9.50-2.36mm and 0.26 cum of 2.36 and below with 50.30kgs of VG30 bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 40mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 507 of MORTH Rev-5
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-
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Road A
310.31
3320285
10699.9
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Road C Approch road
29.37
314256
10699.9
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Providing compaction for embankment / making up of low berms using the available box cut earth including all hire and fuel charges for power roller for compaction, water sprinkler, including all labour charges for laying, spreading, watering etc., complete and as directed by the departmental engineers.
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-
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Road A
357.75
9523
26.62
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Earthwork excavation in all classes of soils except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B including cost of all labour charges, materials, tools, equipments and all incidental charges, including compacting with power roller, watering, including all hire and fuel charges for all tools and plants, removal of other deleterious matter and obstructions, trimming of bottom of excavation back filling, clearing up the site and disposal of all surplus materials etc., complete as per standard specification. For making up of low berms using Carted Earth with an average lead of 5 km.
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-
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Road B
1228.14
292272
237.98
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Dismantling the Plain Cement Concrete removing and disposing of the resulting materials and back filling the trenches and pits for dismantling the existing damaged culvert including all tools and plants and all labour charges etc., complete.
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-
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Road A Culvert(19.11+30.09+14.18+14.18)
77.56
37709
486.2
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Dismantling the Plain . Dismantling Stone / Masonry Cement mortar removing and disposing of the resulting materials and back filling the trenches and pits for dismantling the existing damaged culvert including all tools and plants and all labour charges etc., complete
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-
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Road C Minor Bridge
166.5
47142
283.14
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Dismantling the Plain . Dismantling RCC Slabs removing and disposing of the resulting materials and back filling the trenches and pits for dismantling the existing damaged culvert including all tools and plants and all labour charges etc., complete
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-
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Road C Minor Bridge
90.6
46471
512.93
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Earthwork excavation in all classes of soils except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B including cost of all labour charges, materials, tools, equipments and all incidental charges, including compacting with power roller, watering, including all hire and fuel charges for all tools and plants, removal of other deleterious matter and obstructions, trimming of bottom of excavation back filling, clearing up the site and disposal of all surplus materials etc., complete as per standard specification with an Forming Diversion road using carted earth an average lead of 2 km
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-
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Road A Culvert(178.60+178.60)
357.2
85006
237.98
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Earthwork excavation in all classes of soils except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B including cost of all labour charges, materials, tools, equipments and all incidental charges, including compacting with power roller 95 %, watering, including all hire and fuel charges for all tools and plants, removal of other deleterious matter and obstructions, trimming of bottom of excavation back filling, clearing up the site and disposal of all surplus materials etc., complete as per standard specification. For conveyance using Using carted earth an average lead of 2 km.
95 % Compaction
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-
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Road C Approach road
1348.06
247126
183.32
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Earthwork excavation in all classes of soils except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B including cost of all labour charges, materials, tools, equipments and all incidental charges, including compacting with power roller 97 % , watering, including all hire and fuel charges for all tools and plants, removal of other deleterious matter and obstructions, trimming of bottom of excavation back filling, clearing up the site and disposal of all surplus materials etc., complete as per standard specification. For conveyance using Using carted earth an average lead of 2 km.
97 % Compaction
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-
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Road C Approach road
492.34
91471
185.79
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Earth work Excavation in all classes of soils except hard rock not requiring blasting and depositing on bank with all leads and lifts as per SS20B including cost of all labour, materials, tools, equipments and all incidental charges and sheeting, shoring, bracing and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstructions, trimming of bottom of excavtion, backfilling, and clearing the site and disposal of all surplus materials etc. complete as per standard specification for Foundation of Box culvert.
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-
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Road A For Culvert(132.48+194.02)
326.5
94479
289.37
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Earth work Excavation in all classes of soils except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B including cost of all labour, materials, tools, equipments and all incidental charges and sheeting, shoring, bracing and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstructions, trimming of bottom of excavtion backfilling, and clearing the site and disposal of all surplus materials etc. complete as per standard specification for foundation of Pipe Culvert.
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-
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Road A Pipe culvert (40.79+71.22)
112.01
27612
246.52
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Earth work excavation in all classes of soils except hard rock not requiring blasting and depositing on bank as per SS20B with all leads and lifts and all other incidental charges such as bailing out water, shoring, strutting, walling and forming protective bunds wherever necessary etc., complete as per relevent standard specification for DRESSING THE BED UPTO SILL LEVEL.
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-
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Road C Bridge+Retaining wall (189+89.43)
278.43
34319
123.26
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Earth work Excavation in all classes of soils except hard rock not requiring blasting and depositing on bank with all leads and lifts as per SS20B including cost of all labour, materials, tools, equipments and all incidental charges and sheeting, shoring, bracing and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstructions, trimming of bottom of excavtion backfilling, and clearing the site and disposal of all surplus materials etc. complete as per standard specification for Foundation of Abutments and Piers.
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-
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Road C minor Bridge
636
261472
411.12
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Plain Cement Concrete of grade M15 (Nominal mix) using 40mm ISS hard broken granite metal including cost and conveyance of all materials to site, including cost and labour charges for form work and centering, labour charges for compacting, curing and all incidental charges etc., complete as per standard specification for LEVELLING COURSE BELOW Box Culvert and Wing wall.
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-
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Road A Culvert (8.45+10.30)
18.75
113285
6041.9
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Plain Cement Concrete M10 grade mix using 40mm ISS size hard broken granite metal including cost and conveyance of all materials from approved quarry to worksite including cost of cement including cost and labour charges for mixing the concrete, transporting, laying, vibrating, compacting, curing with all leads for soft potable water, working in all depths including hire, running and fuel charges for all tools and plants employed as per standard specification for Levelling course below the body wall.
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-
-
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Road A (1.93+2.69)
4.62
24770
5361.67
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Road C Bridge+Retaining wall (19.87+6.88)
26.75
143373
5359.77
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Vibrated Cement Concrete of grade M20 (Nominal mix) using 40mm ISS size HBG metal including cost and conveyance of all materials to site and cost cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths Tools and Plants and incidental charges etc., complete as per relevent standard specification for Substructure of Retaining wall Below sill.
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-
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Road C (Retaining Wall)
48.92
371812
7600.41
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Vibrated Cement Concrete of grade M20 (Nominal mix) using 40mm ISS size HBG metal including cost and conveyance of all materials to site and cost cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths Tools and Plants and incidental charges etc., complete as per relevent standard specification for Substructure of Foundation of Retaining walls Above sill.
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-
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Road C (Retaining Wall)
39.64
376922
9508.63
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Vibrated cement concrete M20 (Nominal mix) using 40mm ISS size hard broken granite metal including cost and conveyance of all materials to site including cost and labour charges for formwork, centering, labour charges for laying, compacting, curing all incidental charges etc., complete for Wing wall and Parapet.
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-
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Road A Culvert (19.56+26.51+46.69+66.82)
159.58
1368191
8573.7
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Vibrated Cement Concrete of grade M20 (Nominal mix) using 40mm ISS size HBG metal including cost and conveyance of all materials to site and cost cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths Tools and Plants and incidental charges etc., complete as per relevent standard specification for Substructure of Abutments, Return walls and Piers Below sill.
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-
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Road C (Minor Bridge)
471.45
3258601
6911.87
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Vibrated Cement Concrete of grade M20 (Nominal mix) using 40mm ISS size HBG metal including cost and conveyance of all materials to site and cost cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths Tools and Plants and incidental charges etc., complete as per relevent standard specification for Substructure of Abutments, Return walls and Piers Above sill.
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-
-
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Road C (Minor Bridge)
197.84
1638287
8280.87
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Vibrated Reinforced Cement Concrete of grade M25 (Design mix) using 20mm ISShard broken granite metal including cost and conveyance of all materials to site and cost of cement excluding cost and fabrication of steel but including cost of form work, labour charges for mixing, transporting, laying and curing concrete, working at heights, hire charges for tools and plants including all other incidental charges etc., complete for Box culvert.
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-
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Road A Culvert (31.20+39.42)
70.62
862196
12208.96
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Vibrated Reinforced Cement concrete in M30 using ISS graded HBG metal including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for formwaork, centering, mixing, transporting, laying and curing concrete, tools and plants and incidental charges excluding cost of steel etc., complete as per relevant standard specification for BED BLOCK CUM DIRT WALL
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-
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Road C (Minor Bridge)
8.27
107579
13008.44
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Providing and fixing PVC seepage pipes of 100mm dia at 1.0 m c/c to drain the back fill behind the abutments and wings placed inclined position including cost and conveyance of all materials to worksite to worksite and labour charges for fixing, etc. complete
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-
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Road C Minor bridge + Retaining wall (108+7)
115
20412
177.5
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Providing and fixing KRAFT PAPER for full width of seating of deck slab including cost and conveyance to work site labour for fixing the same in correct position and all other incidental charges etc, complete
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-
-
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Road C Minor Bridge
20.23
2225
110
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Vibrated Reinforced Cement Concrete of grade M30 (Design mix) using 20mm and below ISS hard broken granite metal including cost and conveyance of all materials to site and cost of cement excluding cost and fabrication of steel but including cost of form work, labour charges for mixing, transporting, laying and curing concrete, working at heights, hire charges for tools and plants including all other incidental charges etc., complete for Deck slab. , and Safety Kerb.
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-
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Road C
118.77
1475619
12424.18
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Providing FILTER MEDIA behind abutments and return walls for 600mm thickness using filter material conforming to clause 309.3.2.B of MORTH well packed with smaller size towards the soil and bigger size towards the wall including cost and conveyance of all materials to worksite and including labour charges and all other incidental charges etc.,complete.
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-
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Road C Minor Bridge
64.48
77625
1203.87
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Filling behind Abutments and return walls with clean gritty free draining gravel including cost of gravel having pi value less than 6, conveyance of gravel to worksite. Laying, handling charges and filling in layers tamping under optimum moiture content to get the maximum density, including watering, with all leads and lifts for water and all other incidental charges etc., complete.
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-
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Road A Culvert (11.79+26.14)
37.93
10519
277.34
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Road C Minor Bridge
112.3
31145
277.34
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Supplying and fixing of Bitumen pad 20mm thick in between deck slabs and pier as shown in the drawings including cost and conveyance and expansion joints including shalimar pad and joint sealant etc., complete.
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-
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Road C Minor Bridge
18.61
13380
719
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Vibrated Cement concrete of grade M15 (Nominal mix) using 40mm ISS HBG granite metal including cost and conveyance of all materials to site including cement at site, including cost of form work, soft water, labour charges for mixing, transporting, laying and curing concrete, worikingat depths, Tools and Plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevent standard specification for LEVELLING COURSE BELOW Footing under Abutments & Piers.
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-
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Road C Minor Bridge
15.27
93314
6110.94
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Vibrated reinforced cement concrete M30 Grade (Design mix) using HBG graded metal of 20mm and below ISS size including cost and conveyance of all materials to work site but excluding cost and conveyance and fabrication of steel but including cost and labour charges for form work and centering, labour charges for laying, compacting, curing including all other incidental charges etc.,complete for APPROACH SLAB..
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-
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Road C Minor Bridge
18.19
164986
9070.17
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Vibrated Reinforced cement concrete of grade M30 (Design mix) using 20mm and below hard broken granite metal including cost and conveyance of all materials to site cost of premoulded expansion joints and fixing the same in position including cost and labour charges for formwork, labour charges for laying, compacting, curing including all other incidental charges etc.,complete for WEARING COAT 75mm UNIFORM THICKNESS OVER DECK SLAB AND OVER APPROACH SLAB.
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-
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Road C Minor Bridge
206.11
130076
631.1
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Vibrated Reinforced Cement Concrete of grade M40 (Design mix) using 20mm and below ISS graded metal including cost and conveyance of all materials to site excluding cost and fabrication of steel including cost of cement at site and including cost of formwork, labour charges for mixing, transporting, laying and curing concrete, working at heights, soft water, hire charges for Tools and Plants including all other incidental charges etc., complete as per relevant standard specification for Crash barriers for over Deck
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-
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Road C Minor Bridge
11.04
198183
17951.37
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Vibrated cement concrete M15 (Nominal mix) using 40mm ISS size hard broken granite metal including cost and conveyance of all materials to site including cost and labour charges for formwork, centering, labour charges for laying, compacting, curing all incidental charges etc., complete for crass Barrier &Parapet.
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-
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Road C Minor Bridge
6.91
69722
10090.14
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Supply and fabrication of steel Grade Fe-500D required for all RCC items of works involved in the schedule including cost of steel, cost of fabrication, labour charges for cleaning the bars, straightening, cutting, bending, tying grills, hoisting and placing the reinforcement in position as specified in the drawings including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc., complete as per standard specification MORT&H Nos. 111, 112, 1000, 1500, 1600, 1700, 2200, 2300 & 900.
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-
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Road A Culvert (2.294+2.663)
4.96
473935
95609.27
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Road C Minor Bridge
17.35
1658438
95609.27
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Supply of NP 3 class RCC 1000 mm dia. pipes supplied by the Contractor at his own cost specified below confirming to IS 458 / 2003 cost of pipe as a finished work including all other incidental charges, testing charges including loading and unloading transport and delivery in good condition at work site as directed by the departmental officers etc., complete. MORTH No. 2900, 900
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-
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Road A Culvert (10+20+7.5+7.5)
45
192456
4276.8
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Hoisting and fixing of 1000 mm dia pipes proper gradient including all labour charges and all other incidental charges etc., complete. MORTH No. 2904, 2905, 2906
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-
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Road A Culvert (10+20+7.5+7.5)
45
11979
266.2
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Providing and fixing of Cast Iron DRAINAGE SPOUTS OF 100mm dia as per G.O. 1 Drawing No. SD/205 with grating arrangements at top as shown in the drawing using 12m x 25mm flats for grating arrangements and 100mm dia drainage spouts projecting at least 300mm beyond the bottom of deck slab including cost and conveyance of all materials to site and fixing them in position as directed by the departmental officers etc., complete.
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-
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Road C Minor Bridge
4
9992
2498.1
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Supply and fixing of High Quality of PVC pipes of 150mm dia.. Including cost and conveyance of pipes to the site and fixing in position to proper grade and level, including labour charges for fixing and including all other incidental charges etc complete., for proving utility services in SAFETY KERB.
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-
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Road C Minor Bridge
109.92
46133
419.7
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Re Filling using excavated earthlaying, handling charges and filling in layers,tamping under optimum moisture content to get the maximum density by watering with all leads for water including all other incidental charges such as bailing out water if necessary forming protective bunds etc., complete for Retaining wall (Filling charges only)
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-
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Road C (Retaining Wall)
64.89
2780
42.85
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Supply and fixing of Boundary stone of standard design and drawing as per IRC:25-1967, including painting and numbering etc., and all other incidental charges etc., complete.
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-
-
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Road B
180
199260
1107
... More
Calculation of SubTotal, GST and Total Amount carried out by system automatically
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Basic cost of value put to tender as per estimate
1
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54796569
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Add GST at 18%
1
-
9863382
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Total Value put to Tender
1
-
64659951
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Quoted value
1
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Final Quoted Value
1
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-
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Add GST at 18% of Final Quoted Value
1
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Total Value of Contract Including 18% of GST
1
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-
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Basic cost of value put to tender as per Estimate
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54796569
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Quoted Rate in Figures (Total Value of Contract Including 18% of GST )
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Evaluation Notes How It Works ?
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